Structural Gym DWG Block for AutoCAD

Structural Gym DWG Block for AutoCAD

PLANE WITH STRUCTURAL CALCULATES. OF SHOES ,COLUMNS , BEAMS AND FLAGSTONES .

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

stirrup, var, corrugated steel, number of rods, rod of, steel, rod of, armex, longitudinal reinforcing steel, reinforcement steel for stirrups, diameter of the rod, uaeh, lex, June, road alfajayucan ixmiquilpan km, aldo monzalvo, level building, Contact area:, surface of the land: mts, content: armed calculation of ramps slab for ladder with configuration in, board, scale metering, historical Center., presidency, square gem, technical secondary, edification, road alfajayucan ixmiquilpan., presidency, May street., localization map., first stretch, beam, vault, columns, trabes, slabs, descending time, days, structural element, sides of girders, sides of slabs, for concrete, days, descending time, for concrete, days, fc, concrete table, cement, boat l, sand, gravel, Water, bulk kg, boat l, descending table, applications, walls floors, trabes dalas, slabs, special slab columns, high strength concrete, do not. from, rods, diameter, in mm., diameter, in., perimeter, in mm., area, in cm, weight, rods, per ton., steel table, Specifications, corrugated rod, kg weight, table of corrugated rods, corrugated, concrete:, a resistance for stair ramps will be used., a resistance for column shoes will be used., the maximum aggregate size will be cm, the concrete will be emptied in the mold area will be compacted with tamped vibration., the concrete must be kept in a humid environment for at least days if cement is used, of fast resistance seven days if normal cement is used, reinforcing steel, the steel must be held in place with spacers, prevent their movement before during casting., cramp, common pine wood frame shall be used., will remain clean wet for at least one hour prior to casting., it will be covered with burned oil as protection to facilitate the descrambling., foundation, the shoes will never be placed in a resistant layer on artificial filler material, the filling is compacted into cm beds with optimum humidity., concrete, technique, of high performance to the construction process, development of cellular resistance contraction, autocompact fiber, high performance mechanical properties improved, high strength compression high resistance flex, heavy elastic modulus, high-performance durability, low permeability, sulfates air included, antibacterial, with concrete mortar, color, stabilized, its volumetric weight, fluid cell, your resistance, moderate resistance, high resistance early resistance, its consistency, conventional, revenge, its structure, any type of building, of cements, type of cement, characteristics, purchase at the hardware stores, heat of hydration, fast resistance, moderate to sulphate, sulfate resistance, do not., dim., dim., dim., rod type, rod type, rod type, rod type, overlaps, type overlaps, the overlap should not, be smaller, do not., dim., kind, kind, type overlaps, kind, kind, lock

Raw text data extracted from CAD file:

E Estribo var Acero Corrugado # Numero de varillas VARILLA DE 1" VARILLA DE 3/4" VARILLA DE 5/8" VARILLA DE 1/2" Acero VARILLA DE 3/8" Armex As Acero de Refuerzo longitudinal Av Acero de Refuerzo para estribos db diametro de la varilla \A1;5.0039 \A1;4.8500 \A1;6.1437 \A1;6.2866 \A1;5.1845 \A1;6.4725 \A1;5.0950 \A1;4.8340 \A1;5.0039 \A1;4.8500 \A1;6.1437 \A1;6.2866 \A1;5.1845 \A1;6.4725 \A1;5.0950 \A1;4.8340 \A1;4.8500 \A1;6.1437 \A1;6.2866 \A1;5.1845 \A1;6.4725 \A1;5.0950 \A1;4.8340 \A1;4.8500 \A1;6.1437 \A1;6.2866 \A1;5.1845 \A1;5.4301 \A1;5.4301 \A1;1.8701 \A1;1.8701 \A1;1.8701 \A1;1.8701 \A1;1.8701 \A1;5.8800 \A1;5.8050 \A1;5.8050 \A1;5.8050 \A1;5.8050 \A1;5.8050 \A1;5.8050 \A1;6.9479 \A1;6.9479 \A1;6.9479 \A1;7.0229 \A1;7.0229 \A1;7.0229 \A1;6.4423 \A1;6.5921 \A1;1.7441 \A1;1.7441 \A1;3.6826 \A1;3.6701 \A1;5.6662 \A1;5.6662 \A1;5.4301 \A1;5.8800 \A1;3.9129 \A1;0.1901 \A1;5.1644 \A1;5.5151 \A1;7.2508 UAEH LEX \A1;5.0039 \A1;4.8500 \A1;6.1437 \A1;6.2866 \A1;5.1845 \A1;6.4725 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\A1;7.16 m \A1;6.72 m \A1;1.71 m \A1;7.41 m \A1;6.97 m \A1;16.09 m \A1;0.63 m \A1;1.8 m \A1;1.4 m \A1;6.99 m \A1;6.52 m \A1;1.46 m \A1;7.16 m \A1;6.72 m \A1;1.71 m \A1;7.41 m \A1;6.97 m \A1;16.09 m \A1;0.63 m \A1;1.8 m \A1;1.4 m \A1;6.99 m \A1;6.52 m \A1;1.46 m \A1;7.16 m \A1;6.72 m \A1;1.71 m \A1;7.41 m \A1;6.97 m \A1;16.09 m \A1;0.63 m \A1;1.8 m \A1;1.4 m \A1;6.99 m \A1;6.52 m \A1;5.12 m \A1;6.21 m \A1;6.13 m \A1;4.97 m \A1;5.38 m \A1;6.46 m \A1;6.38 m \A1;5.22 m \A1;23.44 m \A1;0.84 m \A1;0.84 m \A1;0.9 m \A1;3.22 m \A1;0.9 m \A1;0.9 m \A1;4.37 m \A1;0.9 m \A1;0.9 m \A1;4.14 m \A1;0.9 m \A1;0.9 m \A1;2.99 m \A1;0.9 m \A1;4.67 m \A1;5.84 m \A1;5.91 m \A1;4.88 m \A1;6.32 m \A1;4.85 m \A1;4.39 m \A1;4.92 m \A1;6.09 m \A1;6.16 m \A1;5.13 m \A1;6.57 m \A1;5.1 m \A1;4.64 m \A1;38.61 m \A1;1.8 m \A1;1.8 m \A1;1.8 m \A1;1.8 m \A1;0.63 m \A1;0.63 m \A1;0.63 m \A1;0.9 m \A1;2.76 m \A1;0.9 m \A1;0.9 m \A1;3.91 m \A1;0.9 m \A1;0.9 m \A1;3.91 m \A1;0.9 m \A1;0.9 m \A1;2.99 m \A1;0.9 m \A1;0.9 m \A1;4.37 m \A1;0.9 m \A1;0.9 m \A1;2.99 m \A1;0.9 m \A1;0.9 m \A1;2.53 m \A1;0.9 m \A1;4.67 m \A1;4.92 m \A1;4.66 m \A1;4.58 m \A1;4.67 m \A1;5.84 m \A1;5.91 m \A1;4.88 m \A1;6.32 m \A1;4.85 m \A1;4.39 m \A1;4.83 m \A1;4.92 m \A1;6.09 m \A1;6.16 m \A1;5.13 m \A1;6.57 m \A1;5.1 m \A1;4.64 m \A1;43.44 m \A1;1.8 m \A1;1.8 m \A1;1.8 m \A1;0.94 m \A1;0.94 m \A1;0.94 m \A1;0.94 m \A1;4.43 m \A1;4.66 m \A1;5.83 m \A1;5.83 m \A1;4.66 m \A1;6.29 m \A1;4.66 m \A1;4.19 m \A1;1.8 m \A1;4.58 m \A1;4.67 m \A1;5.84 m \A1;5.91 m \A1;4.88 m \A1;6.32 m \A1;4.85 m \A1;4.39 m \A1;4.83 m \A1;4.92 m \A1;6.09 m \A1;6.16 m \A1;5.13 m \A1;6.57 m \A1;5.1 m \A1;4.64 m \A1;43.44 m \A1;1.8 m \A1;1.8 m \A1;1.8 m \A1;0.94 m \A1;0.94 m \A1;0.94 m \A1;0.94 m \A1;4.43 m \A1;4.66 m \A1;5.83 m \A1;0.5000 \A1;0.3000 \A1;5.2200 \A1;0.5000 \A1;6.3800 \A1;0.5000 \A1;6.4600 \A1;0.5000 \A1;5.3700 \A1;0.5000 \A1;4.9200 \A1;0.5000 \A1;6.0900 \A1;0.5000 \A1;6.1600 \A1;0.5000 \A1;5.1300 \A1;0.5000 \A1;6.5700 \A1;0.5000 \A1;5.1000 \A1;0.5000 \A1;4.6400 \A1;0.5000 \A1;4.8300 \A1;0.5000 \A1;1.7500 \A1;0.5000 \A1;6.3500 \A1;0.5000 \A1;5.6200 \A1;0.5000 \A1;7.2200 \A1;0.5000 \A1;3.7700 \A1;0.5000 \A1;3.2000 \A1;0.5000 \A1;6.9700 \A1;0.5000 \A1;5.7000 \A1;0.5000 \A1;5.2300 \A1;0.5000 \A1;1.7100 \A1;0.5000 \A1;3.5200 \A1;0.5000 \A1;5.0039 \A1;4.8500 \A1;6.1437 \A1;6.2866 \A1;5.1845 \A1;6.4725 \A1;5.0950 \A1;4.8340 \A1;5.0039 \A1;4.8500 \A1;6.1437 \A1;6.2866 \A1;5.1845 \A1;6.4725 \A1;5.0950 \A1;4.8340 \A1;4.8500 \A1;6.1437 \A1;6.2866 \A1;5.1845 \A1;6.4725 \A1;5.0950 \A1;4.8340 \A1;4.8500 \A1;6.1437 \A1;6.2866 \A1;5.1845 \A1;5.4301 \A1;5.4301 \A1;1.8701 \A1;1.8701 \A1;1.8701 \A1;1.8701 \A1;1.8701 \A1;5.8800 \A1;5.8050 \A1;5.8050 \A1;5.8050 \A1;5.8050 \A1;5.8050 \A1;5.8050 \A1;6.9479 \A1;6.9479 \A1;6.9479 \A1;7.0229 \A1;7.0229 \A1;7.0229 \A1;6.4423 \A1;6.5921 \A1;1.7441 \A1;1.7441 \A1;3.6826 \A1;3.6701 \A1;5.6662 \A1;5.6662 \A1;5.4301 \A1;5.8800 \A1;3.9129 \A1;0.1901 \A1;5.1644 \A1;5.5151 \A1;7.2508 14 DE JUNIO DEL 2011 CARRETERA ALFAJAYUCAN - IXMIQUILPAN KM Nº2 ALDO MONZALVO EDIFICACION DE 5 NIVELES AREA DE CONTACTO: 736.7102mts ² \~ SUPERFICIE DE TERRENO: 1530.00 mts ² EST-02 \W7.40165;  CONTENIDO: \W2.44533; Cálculo y armado de \W2.44533; rampas y losa para escalera con \W2.44533; configuración en "U" 0.0 1.0 4.0 10.0 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TABLERO 21 TABLERO 22 TABLERO 23 TABLERO 24 TABLERO 25 TABLERO 26 TABLERO 27 TABLERO 12 TABLERO 13 TABLERO 14 TABLERO 15 TABLERO 16 TABLERO 17 TABLERO 18 TABLERO 19 TABLERO 6 TABLERO 7 TABLERO 8 TABLERO 9 TABLERO 10 TABLERO 11 TABLERO 5 TABLERO 2 TABLERO 3 TABLERO 4 TABLERO 1 \C256;w=2205,58ml \C256;w=14854,37ml \C256;w=35696,61ml \C256;w=45034,00ml \C256;w=19605,81ml \C256;w=66142,07ml \C256;w=68482,72ml \C256;w=50116,63ml \C256;w=73207,87ml \C256;w=46954,04ml \C256;w=45499,99ml \C256;w=33578,60ml \C256;w=36155,75ml \C256;w=52631,55ml \C256;w=36204,81ml \C256;w=53843,55ml \C256;w=46627,49ml \C256;w=35662,92ml \C256;w=37495,33ml \C256;w=31822,60ml \C256;w=44088,87ml \C256;w=8481,46ml \C256;w=6326,86ml \C256;w=8975,45ml \C256;w=6776,61ml \C256;w=6394,90ml ACOTACION EN METROS ESCALA 1:100 centro historico. presidencia plaza Gema. secundaria tecnica Nº8. edificacion carretera alfajayucan - ixmiquilpan. presidencia calle 1º de mayo. CROQUIS DE LOCALIZACION. \A1;1.6 \A1;0.15 PRIMER TRAMO \A1;3.8 B#4@0.45 VIGA VIGA BOVEDA COLUMNAS TRABES LOSAS TIEMPO DE DESCIMBRADO 14 DIAS ELEMENTO ESTRUCTURAL COSTADOS DE TRABES COSTADOS DE LOSAS PARA CONCRETO 1,2,4,5 14 DIAS 14 DIAS 2 DIAS 2 DIAS 2 DIAS TIEMPO DE DESCIMBRADO PARA CONCRETO 3 7 DIAS 7 DIAS 7 DIAS 1 DIAS 1 DIAS 1 DIAS f'c (kg/cm) TABLA DE CONCRETOS CEMENTO BOTE 19 L. ARENA GRAVA AGUA BULTO 50 Kg BOTE 19 L. BOTE 19 L. 100 150 200 250 1 1 1 1 \A1;8,5 TABLA DE DESCIMBRADO 300 1 \A1; \S3/4; USOS MUROS Y PISOS TRABES Y DALAS LOSAS Y ZAPATAS COLUMNAS Y LOSAS ESPECIALES CONCRETOS DE ALTA RESISTENCIA 2 \A1;6,5 \A1;6 \A1;5 \A1;4,5 \A1;8 \A1;5,5 \A1;4 \A1;3,5 \A1;2,5 \A1;3 \A1;2,5 \A1;2 \A1;1,5 \A1;1,5 NO. DE VARILLAS DIAMETRO EN mm. DIAMETRO EN in. PERIMETRO EN mm. AREA EN cm PESO kg/m VARILLAS 12m POR ton. 2 2.5 3 4 5 6 6.4 7.9 12.7 15.9 19.1 22.2 9.5 1/4 " \A1;5/16" 3/8" 1/2" 5/8" 1/4" 7/8" 20.10 24.80 29.80 39.90 50.00 60.00 68.70 0.32 0.49 0.71 1.27 1.99 2.87 3.87 0.251 0.384 0.557 0.996 2.250 3.975 1.560 - 217 150 84 53 37 27 TABLA DE ACEROS 7 25.4 1" 79.80 5.07 3.975 20 8 31.8 1 1/4" 99.90 7.94 3.975 12 10 25.4 1 1/2" 119.70 11.40 3.975 0 12 ESPECIFICACIONES VARILLA CORRUGADA 9.09 PESO Kg TABLA DE VARRILLAS CORRUGAS 3.36 1.51 13.51 18.18 23.80 5.75 4.30 5.26 2.55 2.68 3.00 \A1;VARILLA CORRUGADA (#2) \S1/4;"X60X6m \A1;VARILLA CORRUGADA (#3) 3/8"X60X6m \A1;VARILLA CORRUGADA (#4) 1/2"X60X6m \A1;VARILLA CORRUGADA (#5) 5/8"X60X6m \A1;VARILLA CORRUGADA (#6) 3/4"X60X6m \A1;VARILLA CORRUGADA (#7) 7/8"X60X6m \A1;VARILLA CORRUGADA (#8) 1"X60X6m \A1;VARILLA CORRUGADA 11.00mmX60X6m \A1;VARILLA CORRUGADA 12.00mmX60X6m \A1;VARILLA CORRUGADA 8.3mmX60X6m \A1;VARILLA CORRUGADA 8.5mmX60X6m \A1;VARILLA CORRUGADA 9.00mmX60X6m CONCRETO: 1.- Se usará una resistencia f 'c= 250 kg/cm2, para rampas y escaleras. 2.- Se usará una resistencia f 'c= 250 kg/cm2, para losas, trabes, zapatas y columnas. 3.- El tamaño máximo de agregados será de 2 cm (3/4") 4.- El concreto se vaciará en la zona del molde y se compactará con picado, vibrado o apisonado. 5.- El concreto debe mantenerse en un ambiente húmedo por lo menos 3 días si se emplea cemento de resistencia rápida y siete días si se usa cemento normal ACERO DE REFUERZO 1.- El acero debe sujetarse en un sitio con amarres de alambre, silletas y separadores que impidan su movimiento antes y durante el colado. CIMBRA 1.- Se utilizará cimbra común (duela de madera de pino de tercera). 2.- Permanecerá limpia y húmeda un período mínimo de una hora antes del colado. 3.- Se cubrirá con aceite quemado como protección y para facilitar del descimbrado. CIMENTACIÓN 1.- Las zapatas se desplantarán en capa resistente y nunca sobre material de rellenos artificiales 2.- El relleno es compactado en camas de 20 cm.con humedad óptima. \fCalibri|b0|i0|c0|p34;Clasificacion de Concreto \fCalibri|b0|i0|c0|p34;Resistencia \fCalibri|b0|i0|c0|p34;Tipo \fCalibri|b0|i0|c0|p34;Informacion Tecnica \fCalibri|b0|i0|c0|p34;Concreto de alto Comportamiento Beneficio al Proceso Constructivo \fCalibri|b0|i0|c0|p34;>Rapido desarrollo de Resistencia >Ligero Celular >Baja Contraccion \fCalibri|b0|i0|c0|p34;>Lanzado >Con Fibra >Concreto autocompacto \fCalibri|b0|i0|c0|p34;Concreto de alto Comportamiento Propiedades Mecanicas Mejoradas \fCalibri|b0|i0|c0|p34;>Muy Alta Resistencia a la Compresión >Muy Alta Resistencia A La Flexión \fCalibri|b0|i0|c0|p34;>Alto Modulo Elástico >Concreto Pesado \fCalibri|b0|i0|c0|p34;Concreto de alto Comportamiento Durabilidad \fCalibri|b0|i0|c0|p34;>Muy Baja Permeabilidad >Resistencia a la Abrasión >Resistente a los Cloruros \fCalibri|b0|i0|c0|p34;>Resistencia a los Sulfatos >Con Aire Incluido \fCalibri|b0|i0|c0|p34;Concreto Antibacteriano \fCalibri|b0|i0|c0|p34;>Compatibilidad con Concreto y Mortero \fCalibri|b0|i0|c0|p34;Arquitectónicos \fCalibri|b0|i0|c0|p34;>Con Color >Estampado \fCalibri|b0|i0|c0|p34;>Ferrocemento >Lanzado \fCalibri|b0|i0|c0|p34;Morteros \fCalibri|b0|i0|c0|p34;>Lechada >Mortero \fCalibri|b0|i0|c0|p34;>Mortero Estabilizado \fCalibri|b0|i0|c0|p34;Por su Peso Volumetrico \fCalibri|b0|i0|c0|p34;>Ligero Celular >Relleno Fluido \fCalibri|b0|i0|c0|p34;>Pesado >Normal \fCalibri|b0|i0|c0|p34;Por Su Resistencia \fCalibri|b0|i0|c0|p34;>Baja Resistencia >Resistencia Moderada >Normal \fCalibri|b0|i0|c0|p34;>Muy Alta Resistencia >Alta Resistencia Temprana \fCalibri|b0|i0|c0|p34;Por Su Consistencia \fCalibri|b0|i0|c0|p34;>Fluido >Normal o Convencional \fCalibri|b0|i0|c0|p34;>Masivo >Sin Revenimiento \fCalibri|b0|i0|c0|p34;Por Su Estructura \fCalibri|b0|i0|c0|p34;>En Cualquier Tipo De Edificacion \fCalibri|b0|i0|c0|p34;Tipos de Cementos Tipo De Cemento Caracteristicas \fCalibri|b0|i0|c0|p34;Tipo 1 \fCalibri|b0|i0|c0|p34;Se compra en las ferreterias \fCalibri|b0|i0|c0|p34;Tipo 2 \fCalibri|b0|i0|c0|p34;Bajo calor de hidratacion \fCalibri|b0|i0|c0|p34;Tipo 3 \fCalibri|b0|i0|c0|p34;Alta resistencia rapida \fCalibri|b0|i0|c0|p34;Tipo 4 \fCalibri|b0|i0|c0|p34;Resistencia moderada al sulfato \fCalibri|b0|i0|c0|p34;Tipo 5 \fCalibri|b0|i0|c0|p34;Alta resistencia al sulfato Ra a Ra e \fCalibri|b0|i0|c0|p34;Ra No. # Dim. (Cm) Ra= 3db \fCalibri|b0|i0|c0|p34;2 \fCalibri|b0|i0|c0|p34;0.64 \fCalibri|b0|i0|c0|p34;1.905 \fCalibri|b0|i0|c0|p34;2.5 \fCalibri|b0|i0|c0|p34;0.79 \fCalibri|b0|i0|c0|p34;2.38125 \fCalibri|b0|i0|c0|p34;3 \fCalibri|b0|i0|c0|p34;0.95 \fCalibri|b0|i0|c0|p34;2.8575 \fCalibri|b0|i0|c0|p34;4 \fCalibri|b0|i0|c0|p34;1.27 \fCalibri|b0|i0|c0|p34;3.81 \fCalibri|b0|i0|c0|p34;5 \fCalibri|b0|i0|c0|p34;1.59 \fCalibri|b0|i0|c0|p34;4.7625 \fCalibri|b0|i0|c0|p34;6 \fCalibri|b0|i0|c0|p34;1.91 \fCalibri|b0|i0|c0|p34;5.715 \fCalibri|b0|i0|c0|p34;7 \fCalibri|b0|i0|c0|p34;2.22 \fCalibri|b0|i0|c0|p34;6.6675 \fCalibri|b0|i0|c0|p34;8 \fCalibri|b0|i0|c0|p34;2.54 \fCalibri|b0|i0|c0|p34;7.62 \fCalibri|b0|i0|c0|p34;"a" No.# Dim. (Cm) a=12db \fCalibri|b0|i0|c0|p34;2 \fCalibri|b0|i0|c0|p34;0.64 \fCalibri|b0|i0|c0|p34;7.62 \fCalibri|b0|i0|c0|p34;2.5 \fCalibri|b0|i0|c0|p34;0.79 \fCalibri|b0|i0|c0|p34;9.525 \fCalibri|b0|i0|c0|p34;3 \fCalibri|b0|i0|c0|p34;0.95 \fCalibri|b0|i0|c0|p34;11.43 \fCalibri|b0|i0|c0|p34;4 \fCalibri|b0|i0|c0|p34;1.27 \fCalibri|b0|i0|c0|p34;15.24 \fCalibri|b0|i0|c0|p34;5 \fCalibri|b0|i0|c0|p34;1.59 \fCalibri|b0|i0|c0|p34;19.05 \fCalibri|b0|i0|c0|p34;6 \fCalibri|b0|i0|c0|p34;1.91 \fCalibri|b0|i0|c0|p34;22.86 \fCalibri|b0|i0|c0|p34;7 \fCalibri|b0|i0|c0|p34;2.22 \fCalibri|b0|i0|c0|p34;26.67 \fCalibri|b0|i0|c0|p34;8 \fCalibri|b0|i0|c0|p34;2.54 \fCalibri|b0|i0|c0|p34;30.48 \fCalibri|b0|i0|c0|p34;"e" No.# Dim. (Cm) e=4db \fCalibri|b0|i0|c0|p34;2 \fCalibri|b0|i0|c0|p34;0.64 \fCalibri|b0|i0|c0|p34;2.54 \fCalibri|b0|i0|c0|p34;2.5 \fCalibri|b0|i0|c0|p34;0.79 \fCalibri|b0|i0|c0|p34;3.175 \fCalibri|b0|i0|c0|p34;3 \fCalibri|b0|i0|c0|p34;0.95 \fCalibri|b0|i0|c0|p34;3.81 \fCalibri|b0|i0|c0|p34;4 \fCalibri|b0|i0|c0|p34;1.27 \fCalibri|b0|i0|c0|p34;5.08 \fCalibri|b0|i0|c0|p34;5 \fCalibri|b0|i0|c0|p34;1.59 \fCalibri|b0|i0|c0|p34;6.35 \fCalibri|b0|i0|c0|p34;6 \fCalibri|b0|i0|c0|p34;1.91 \fCalibri|b0|i0|c0|p34;7.62 \fCalibri|b0|i0|c0|p34;7 \fCalibri|b0|i0|c0|p34;2.22 \fCalibri|b0|i0|c0|p34;8.89 \fCalibri|b0|i0|c0|p34;8 \fCalibri|b0|i0|c0|p34;2.54 \fCalibri|b0|i0|c0|p34;10.16 Ra Varilla Tipo "B" e Ra Varilla Tipo "C" e Ra e Ra Varilla Tipo "D" Ra Ra Ra Ra Ra Varilla Tipo "E" W 135° Traslapes Traslapes tipo i Ra Ra a a a Ra Ra a El Traslape no deve de ser menor a "E" t i \fCalibri|b0|i0|c0|p34;"W" No. # Dim. (Cm) W=4db \fCalibri|b0|i0|c0|p34;2 \fCalibri|b0|i0|c0|p34;0.64 \fCalibri|b0|i0|c0|p34;3.81 \fCalibri|b0|i0|c0|p34;2.5 \fCalibri|b0|i0|c0|p34;0.79 \fCalibri|b0|i0|c0|p34;4.7625 \fCalibri|b0|i0|c0|p34;3 \fCalibri|b0|i0|c0|p34;0.95 \fCalibri|b0|i0|c0|p34;5.715 \fCalibri|b0|i0|c0|p34;4 \fCalibri|b0|i0|c0|p34;1.27 \fCalibri|b0|i0|c0|p34;7.62 \fCalibri|b0|i0|c0|p34;5 \fCalibri|b0|i0|c0|p34;1.59 \fCalibri|b0|i0|c0|p34;9.525 \fCalibri|b0|i0|c0|p34;6 \fCalibri|b0|i0|c0|p34;1.91 \fCalibri|b0|i0|c0|p34;11.43 \fCalibri|b0|i0|c0|p34;7 \fCalibri|b0|i0|c0|p34;2.22 \fCalibri|b0|i0|c0|p34;13.335 \fCalibri|b0|i0|c0|p34;8 \fCalibri|b0|i0|c0|p34;2.54 \fCalibri|b0|i0|c0|p34;15.24 \fCalibri|b0|i0|c0|p34;E No.# Dim.(Cm) E=40db \fCalibri|b0|i0|c0|p34;2 \fCalibri|b0|i0|c0|p34;0.64 \fCalibri|b0|i0|c0|p34;25.4 \fCalibri|b0|i0|c0|p34;2.5 \fCalibri|b0|i0|c0|p34;0.79 \fCalibri|b0|i0|c0|p34;31.75 \fCalibri|b0|i0|c0|p34;3 \fCalibri|b0|i0|c0|p34;0.95 \fCalibri|b0|i0|c0|p34;38.1 \fCalibri|b0|i0|c0|p34;4 \fCalibri|b0|i0|c0|p34;1.27 \fCalibri|b0|i0|c0|p34;50.8 \fCalibri|b0|i0|c0|p34;5 \fCalibri|b0|i0|c0|p34;1.59 \fCalibri|b0|i0|c0|p34;63.5 \fCalibri|b0|i0|c0|p34;6 \fCalibri|b0|i0|c0|p34;1.91 \fCalibri|b0|i0|c0|p34;76.2 \fCalibri|b0|i0|c0|p34;7 \fCalibri|b0|i0|c0|p34;2.22 \fCalibri|b0|i0|c0|p34;88.9 \fCalibri|b0|i0|c0|p34;8 \fCalibri|b0|i0|c0|p34;2.54 \fCalibri|b0|i0|c0|p34;101.6 \fCalibri|b1|i0|c0|p34;i\fCalibri|b0|i0|c0|p34; Tipo 1 \fCalibri|b0|i0|c0|p34;Varilla \fCalibri|b0|i0|c0|p34;F´c 150 200 250 300 \fCalibri|b0|i0|c0|p34;2 \fCalibri|b0|i0|c0|p34;0.64 \fCalibri|b0|i0|c0|p34;32.9938846 \fCalibri|b0|i0|c0|p34;28.5735422 \fCalibri|b0|i0|c0|p34;25.5569531 \fCalibri|b0|i0|c0|p34;23.3301995 \fCalibri|b0|i0|c0|p34;2.5 \fCalibri|b0|i0|c0|p34;0.79 \fCalibri|b0|i0|c0|p34;41.2423557 \fCalibri|b0|i0|c0|p34;35.7169278 \fCalibri|b0|i0|c0|p34;31.9461914 \fCalibri|b0|i0|c0|p34;29.1627494 \fCalibri|b0|i0|c0|p34;3 \fCalibri|b0|i0|c0|p34;0.95 \fCalibri|b0|i0|c0|p34;49.4908268 \fCalibri|b0|i0|c0|p34;42.8603133 \fCalibri|b0|i0|c0|p34;38.3354296 \fCalibri|b0|i0|c0|p34;34.9952993 \fCalibri|b0|i0|c0|p34;4 \fCalibri|b0|i0|c0|p34;1.27 \fCalibri|b0|i0|c0|p34;65.9877691 \fCalibri|b0|i0|c0|p34;57.1470844 \fCalibri|b0|i0|c0|p34;51.1139062 \fCalibri|b0|i0|c0|p34;46.660399 \fCalibri|b0|i0|c0|p34;5 \fCalibri|b0|i0|c0|p34;1.59 \fCalibri|b0|i0|c0|p34;82.4847114 \fCalibri|b0|i0|c0|p34;71.4338555 \fCalibri|b0|i0|c0|p34;63.8923827 \fCalibri|b0|i0|c0|p34;58.3254988 \fCalibri|b0|i0|c0|p34;6 \fCalibri|b0|i0|c0|p34;1.91 \fCalibri|b0|i0|c0|p34;98.9816537 \fCalibri|b0|i0|c0|p34;85.7206266 \fCalibri|b0|i0|c0|p34;76.6708593 \fCalibri|b0|i0|c0|p34;69.9905985 \fCalibri|b0|i0|c0|p34;7 \fCalibri|b0|i0|c0|p34;2.22 \fCalibri|b0|i0|c0|p34;115.478596 \fCalibri|b0|i0|c0|p34;100.007398 \fCalibri|b0|i0|c0|p34;89.4493358 \fCalibri|b0|i0|c0|p34;81.6556983 \fCalibri|b0|i0|c0|p34;8 \fCalibri|b0|i0|c0|p34;2.54 \fCalibri|b0|i0|c0|p34;131.975538 \fCalibri|b0|i0|c0|p34;114.294169 \fCalibri|b0|i0|c0|p34;102.227812 \fCalibri|b0|i0|c0|p34;93.3207981 No.# Dim.(Cm) \fCalibri|b1|i0|c0|p34;i\fCalibri|b0|i0|c0|p34; Tipo 2 \fCalibri|b0|i0|c0|p34;Varilla \fCalibri|b0|i0|c0|p34;F´c \fCalibri|b0|i0|c0|p34;2 \fCalibri|b0|i0|c0|p34;0.64 \fCalibri|b0|i0|c0|p34;42.8920499 \fCalibri|b0|i0|c0|p34;37.1456049 \fCalibri|b0|i0|c0|p34;33.224039 \fCalibri|b0|i0|c0|p34;30.3292594 \fCalibri|b0|i0|c0|p34;2.5 \fCalibri|b0|i0|c0|p34;0.79 \fCalibri|b0|i0|c0|p34;53.6150624 \fCalibri|b0|i0|c0|p34;46.4320061 \fCalibri|b0|i0|c0|p34;41.5300488 \fCalibri|b0|i0|c0|p34;37.9115742 \fCalibri|b0|i0|c0|p34;3 \fCalibri|b0|i0|c0|p34;0.95 \fCalibri|b0|i0|c0|p34;64.3380749 \fCalibri|b0|i0|c0|p34;55.7184073 \fCalibri|b0|i0|c0|p34;49.8360585 \fCalibri|b0|i0|c0|p34;45.4938891 \fCalibri|b0|i0|c0|p34;4 \fCalibri|b0|i0|c0|p34;1.27 \fCalibri|b0|i0|c0|p34;85.7840999 \fCalibri|b0|i0|c0|p34;74.2912097 \fCalibri|b0|i0|c0|p34;66.448078 \fCalibri|b0|i0|c0|p34;60.6585187 \fCalibri|b0|i0|c0|p34;5 \fCalibri|b0|i0|c0|p34;1.59 \fCalibri|b0|i0|c0|p34;107.230125 \fCalibri|b0|i0|c0|p34;92.8640122 \fCalibri|b0|i0|c0|p34;83.0600975 \fCalibri|b0|i0|c0|p34;75.8231484 \fCalibri|b0|i0|c0|p34;6 \fCalibri|b0|i0|c0|p34;1.91 \fCalibri|b0|i0|c0|p34;128.67615 \fCalibri|b0|i0|c0|p34;111.436815 \fCalibri|b0|i0|c0|p34;99.6721171 \fCalibri|b0|i0|c0|p34;90.9877781 \fCalibri|b0|i0|c0|p34;7 \fCalibri|b0|i0|c0|p34;2.22 \fCalibri|b0|i0|c0|p34;150.122175 \fCalibri|b0|i0|c0|p34;130.009617 \fCalibri|b0|i0|c0|p34;116.284137 \fCalibri|b0|i0|c0|p34;106.152408 \fCalibri|b0|i0|c0|p34;8 \fCalibri|b0|i0|c0|p34;2.54 \fCalibri|b0|i0|c0|p34;171.5682 \fCalibri|b0|i0|c0|p34;148.582419 \fCalibri|b0|i0|c0|p34;132.896156 \fCalibri|b0|i0|c0|p34;121.317037 No.# Dim.(Cm) 150 200 250 300 Traslapes tipo t \fCalibri|b1|i0|c0|p34;t\fCalibri|b0|i0|c0|p34; Tipo 1 (Lu) \fCalibri|b0|i0|c0|p34;Varilla \fCalibri|b0|i0|c0|p34;F´c \fCalibri|b0|i0|c0|p34;2 \fCalibri|b0|i0|c0|p34;0.64 \fCalibri|b0|i0|c0|p34;6.35465856 \fCalibri|b0|i0|c0|p34;5.50329574 \fCalibri|b0|i0|c0|p34;4.92229735 \fCalibri|b0|i0|c0|p34;4.49342216 \fCalibri|b0|i0|c0|p34;2.5 \fCalibri|b0|i0|c0|p34;0.79 \fCalibri|b0|i0|c0|p34;9.929154 \fCalibri|b0|i0|c0|p34;8.5988996 \fCalibri|b0|i0|c0|p34;7.69108961 \fCalibri|b0|i0|c0|p34;7.02097212 No.# Dim.(Cm) 150 200 250 300 \fCalibri|b1|i0|c0|p34;t\fCalibri|b0|i0|c0|p34; Tipo 2 (Lu) \fCalibri|b0|i0|c0|p34;Varilla \fCalibri|b0|i0|c0|p34;F´c \fCalibri|b0|i0|c0|p34;2 \fCalibri|b0|i0|c0|p34;0.64 \fCalibri|b0|i0|c0|p34;9.03773662 \fCalibri|b0|i0|c0|p34;7.8269095 \fCalibri|b0|i0|c0|p34;7.00060068 \fCalibri|b0|i0|c0|p34;6.39064485 \fCalibri|b0|i0|c0|p34;2.5 \fCalibri|b0|i0|c0|p34;0.79 \fCalibri|b0|i0|c0|p34;14.1214635 \fCalibri|b0|i0|c0|p34;12.2295461 \fCalibri|b0|i0|c0|p34;10.9384386 \fCalibri|b0|i0|c0|p34;9.98538257 No.# Dim.(Cm) 150 200 250 300 Trabe de liga \A1;1.6 L#4@0.45 #4@0.45 #4@0.45 #3@0.45 #3@0.45 #3@0.30 \A1;0.15 SEGUNDO TRAMO \A1;3.8 #4@0.45 LOSA VIGA \A1;1.6 #4@0.45 #4@0.45 #4@0.45 #3@0.45 #3@0.45 #3@0.45 VIGA DETALLE DE ESCALERAS, CONFIGURACIÓN EN "U" C#4@0.45 C#4@0.45 D#4@0.45 D#4@0.45 C#4@0.45 C#4@0.45 D#3@0.45 C#3@0.45 #3@0.45 C#3@0.45 C#3@0.45 D#3@0.45 Varilla Tipo "L" Varilla Tipo "A" C#3@0.30 D#3@0.30 D#3@0.30 C#3@0.30 C#3@0.30 0.0 1.0 3.0 6.0 esc. 1:50 2.- Los amarres tipo B titnen una longitud proporcional a la cuarta parte de la longitud de la losa. Armado de rampas y descanso. SEGUNDO TRAMO PRIMER TRAMO CÁLCULO DE REFUERZO TRANSVERSAL PARA RAMPA DE ESCALERA. CÁLCULO DE REFUERZO LONGITUDINAL PARA RAMPA DE ESCALERA. CÁLCULO DE REFUERZO PARA DESCANSO DESCANSO Area: 27.52 Peso Total: 28355.23 perimetro: 20.9980 Area: 26.55 Peso Total: 27355.79 perimetro: 20.6402 Area: 33.17 Peso Total: 34176.70 23.0676 Area: 34.71 Peso Total: 35763.44 23.5874 Area:28.75 Peso Total: 29622.56 21.5395 Area:29.75 Peso Total: 30652.91 21.8984 Area:43.36 Peso Total: 44675.97 26.1033 Area:19.11 Peso Total: 19689.98 17.6759 Area:4.27 Peso Total: 4399.59 12.4817 Area:16.74 Peso Total: 17248.05 18.1707 Area:44.35 Peso Total: 45696.02 26.3590 Area:29.30 Peso Total: 30189.25 22.3422 Area:34.20 Peso Total: 35237.97 23.9766 Area:36.16 Peso Total: 37257.45 24.0645 Area:28.95 Peso Total: 29828.63 21.5686 Area: 35.51 Peso Total: 36587.72 23.8631 Area:11.65 Peso Total: 12003.57 16.1835 Area: 9.14 Peso Total: 9417.39 13.9089 Area:12.28 Peso Total: 12652.69 16.8855 Area: 37.44 Peso Total: 38576.30 24.5453 Area:46.77 Peso Total: 48189.46 27.4012 Area: 36.24 Peso Total: 37339.88 24.4458 Area:29.01 Peso Total: 29890.45 21.5899 Area:9.51 Peso Total: 9798.62 13.9302 Area:9.03 Peso Total: 9304.06 13.4083 Area:27.53 Peso Total: 28365.53 21.0681 Area: 34.38 Peso Total: 35423.43 23.9239 Area: 27.52 Peso Total: 30057.89 Area: 26.55 Peso Total: 28998.44 Area: 33.17 Peso Total: 36228.93 Area: 34.71 Peso Total: 37910.95 Area:28.75 Peso Total: 31401.32 Area:29.75 Peso Total: 32493.54 Area:43.36 Peso Total: 47358.65 Area:19.11 Peso Total: 20872.32 Area:4.27 Peso Total: 4663.77 Area:16.74 Peso Total: 18283.76 Area:44.35 Peso Total: 48439.95 Area:29.30 Peso Total: 32002.04 Area:34.20 Peso Total: 37353.92 Area:36.16 Peso Total: 39494.67 Area:28.95 Peso Total: 31619.76 Area: 35.51 Peso Total: 38784.73 Area:11.65 Peso Total: 12724.36 Area: 9.14 Peso Total: 9982.89 Area:12.28 Peso Total: 13412.46 Area: 37.44 Peso Total: 40892.71 Area:46.77 Peso Total: 51083.12 Area: 36.24 Peso Total: 39582.05 Area:29.01 Peso Total: 31685.30 Area:9.51 Peso Total: 10387.01 Area:9.03 Peso Total: 9862.74 Area:27.53 Peso Total: 30068.81 Area: 34.38 Peso Total: 37550.52 Area: 27.52 Peso Total: 29133.22 Area: 26.55 Peso Total: 28106.36 Area: 33.17 Peso Total: 35114.42 Area: 34.71 Peso Total: 36744.70 Area:28.75 Peso Total: 30435.32 Area:29.75 Peso Total: 31493.94 Area:43.36 Peso Total: 45901.76 Area:19.11 Peso Total: 20230.22 Area:4.27 Peso Total: 4520.30 Area:16.74 Peso Total: 17721.29 Area:44.35 Peso Total: 46949.79 Area:29.30 Peso Total: 31017.56 Area:34.20 Peso Total: 36204.80 Area:36.16 Peso Total: 38279.69 Area:28.95 Peso Total: 30647.04 Area: 35.51 Peso Total: 37591.59 Area:11.65 Peso Total: 12332.92 Area: 9.14 Peso Total: 9675.78 Area:12.28 Peso Total: 12999.85 Area: 37.44 Peso Total: 39634.73 Area:46.77 Peso Total: 49511.65 Area: 36.24 Peso Total: 38364.38 Area:29.01 Peso Total: 30710.56 Area:9.51 Peso Total: 10067.47 Area:9.03 Peso Total: 9559.33 Area:27.53 Peso Total: 29143.80 Area: 34.38 Peso Total: 36395.35 1er nivel. 2do nivel. 3er nivel. 4to nivel. 5to nivel. Azotea. Area: 27.52 Peso Total: 29133.22 Area: 26.55 Peso Total: 28106.36 Area: 33.17 Peso Total: 35114.42 Area: 34.71 Peso Total: 36744.70 Area:28.75 Peso Total: 30435.32 Area:29.75 Peso Total: 31493.94 Area:43.36 Peso Total: 45901.76 Area:19.11 Peso Total: 20230.22 Area:4.27 Peso Total: 4520.30 Area:16.74 Peso Total: 17721.29 Area:44.35 Peso Total: 46949.79 Area:29.30 Peso Total: 31017.56 Area:34.20 Peso Total: 36204.80 Area:36.16 Peso Total: 38279.69 Area:28.95 Peso Total: 30647.04 Area: 35.51 Peso Total: 37591.59 Area:11.65 Peso Total: 12332.92 Area: 9.14 Peso Total: 9675.78 Area:12.28 Peso Total: 12999.85 Area: 37.44 Peso Total: 39634.73 Area:46.77 Peso Total: 49511.65 Area: 36.24 Peso Total: 38364.38 Area:29.01 Peso Total: 30710.56 Area:9.51 Peso Total: 10067.47 Area:9.03 Peso Total: 9559.33 Area:27.53 Peso Total: 29143.80 Area: 34.38 Peso Total: 36395.35 Area: 27.52 Peso Total: 29133.22 Area: 26.55 Peso Total: 28106.36 Area: 33.17 Peso Total: 35114.42 Area: 34.71 Peso Total: 36744.70 Area:28.75 Peso Total: 30435.32 Area:29.75 Peso Total: 31493.94 Area:43.36 Peso Total: 45901.76 Area:19.11 Peso Total: 20230.22 Area:4.27 Peso Total: 4520.30 Area:16.74 Peso Total: 17721.29 Area:44.35 Peso Total: 46949.79 Area:29.30 Peso Total: 31017.56 Area:34.20 Peso Total: 36204.80 Area:36.16 Peso Total: 38279.69 Area:28.95 Peso Total: 30647.04 Area: 35.51 Peso Total: 37591.59 Area:11.65 Peso Total: 12332.92 Area: 9.14 Peso Total: 9675.78 Area:12.28 Peso Total: 12999.85 Area: 37.44 Peso Total: 39634.73 Area:46.77 Peso Total: 49511.65 Area: 36.24 Peso Total: 38364.38 Area:29.01 Peso Total: 30710.56 Area:9.51 Peso Total: 10067.47 Area:9.03 Peso Total: 9559.33 Area:27.53 Peso Total: 29143.80 Area: 34.38 Peso Total: 36395.35 Area:736.71 Peso Total: 657255.82 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TABLERO 20 TABLERO 21 TABLERO 22 TABLERO 23 TABLERO 24 TABLERO 25 TABLERO 26 TABLERO 27 TABLERO 12 TABLERO 13 TABLERO 14 TABLERO 15 TABLERO 16 TABLERO 17 TABLERO 18 TABLERO 19 TABLERO 6 TABLERO 7 TABLERO 8 TABLERO 9 TABLERO 10 TABLERO 11 TABLERO 5 TABLERO 1 TABLERO 2 TABLERO 3 TABLERO 4 T1 T2 T3 T4 T5 T5 T5 T5 T5 T6 T6 T6 T6 T7 T7 T7 T7 T8 T8 T8 T8 T9 T9 T9 T9 T10 T10 T10 T10 T11 T11 T11 T11 T12 T12 T12 T1 T2 T3 T4 T5 T6 T7 T8 T8 T8 T8 T8 T8 T9 T9 T9 T9 T9 T9 T9 T9 T10 T10 T10 T11 T11 T11 T11 T11 T11 UAEH LEX 21 DE JUNIO DEL 2011 CARRETERA ALFAJAYUCAN - IXMIQUILPAN KM Nº2 Aldo Monzalvo CALCULO Y DISEÑO DE ZAPATAS AISLADAS. AREA DE CONTACTO: 736.7102mts ² \~ SUPERFICIE DE TERRENO: 1300 mts ² EST-01 \W8.50622;  CONTENIDO: - PLANTA CIMENTACION . -TABLAS DE ACERO Y CONCRETO 0.0 1.0 4.0 10.0 CL COLUMNA ZA ZAPATA AISLADA ACOTACION EN METROS ESCALA 1:100 D DADO TRABE DE LIGA ZC ZAPATA COMBINADA TL centro historico. presidencia plaza Gema. secundaria tecnica Nº8. edificacion carretera alfajayucan - ixmiquilpan. presidencia calle 1º de mayo. CROQUIS DE LOCALIZACION. BOVEDA COLUMNAS TRABES LOSAS TIEMPO DE DESCIMBRADO 14 DIAS ELEMENTO ESTRUCTURAL COSTADOS DE TRABES COSTADOS DE LOSAS PARA CONCRETO 1,2,4,5 14 DIAS 14 DIAS 2 DIAS 2 DIAS 2 DIAS TIEMPO DE DESCIMBRADO PARA CONCRETO 3 7 DIAS 7 DIAS 7 DIAS 1 DIAS 1 DIAS 1 DIAS f'c (kg/cm) TABLA DE CONCRETOS CEMENTO BOTE 19 L. ARENA GRAVA AGUA BULTO 50 Kg BOTE 19 L. BOTE 19 L. 100 150 200 250 1 1 1 1 \A1;8,5 TABLA DE DESCIMBRADO 300 1 \A1; \S3/4; USOS MUROS Y PISOS TRABES Y DALAS LOSAS Y ZAPATAS COLUMNAS Y LOSAS ESPECIALES CONCRETOS DE ALTA RESISTENCIA 2 \A1;6,5 \A1;6 \A1;5 \A1;4,5 \A1;8 \A1;5,5 \A1;4 \A1;3,5 \A1;2,5 \A1;3 \A1;2,5 \A1;2 \A1;1,5 \A1;1,5 NO. DE VARILLAS DIAMETRO EN mm. DIAMETRO EN in. PERIMETRO EN mm. AREA EN cm PESO kg/m VARILLAS 12m POR ton. 2 2.5 3 4 5 6 6.4 7.9 12.7 15.9 19.1 22.2 9.5 1/4 " \A1;5/16" 3/8" 1/2" 5/8" 1/4" 7/8" 20.10 24.80 29.80 39.90 50.00 60.00 68.70 0.32 0.49 0.71 1.27 1.99 2.87 3.87 0.251 0.384 0.557 0.996 2.250 3.975 1.560 - 217 150 84 53 37 27 TABLA DE ACEROS 7 25.4 1" 79.80 5.07 3.975 20 8 31.8 1 1/4" 99.90 7.94 3.975 12 10 25.4 1 1/2" 119.70 11.40 3.975 0 12 ESPECIFICACIONES VARILLA CORRUGADA 9.09 PESO Kg TABLA DE VARRILLAS CORRUGAS 3.36 1.51 13.51 18.18 23.80 5.75 4.30 5.26 2.55 2.68 3.00 \A1;VARILLA CORRUGADA (#2) \S1/4;"X60X6m \A1;VARILLA CORRUGADA (#3) 3/8"X60X6m \A1;VARILLA CORRUGADA (#4) 1/2"X60X6m \A1;VARILLA CORRUGADA (#5) 5/8"X60X6m \A1;VARILLA CORRUGADA (#6) 3/4"X60X6m \A1;VARILLA CORRUGADA (#7) 7/8"X60X6m \A1;VARILLA CORRUGADA (#8) 1"X60X6m \A1;VARILLA CORRUGADA 11.00mmX60X6m \A1;VARILLA CORRUGADA 12.00mmX60X6m \A1;VARILLA CORRUGADA 8.3mmX60X6m \A1;VARILLA CORRUGADA 8.5mmX60X6m \A1;VARILLA CORRUGADA 9.00mmX60X6m CONCRETO: 1.- Se usará una resistencia f 'c= 100 kg/cm2, para firmes y plantilla. 2.- Se usará una resistencia f 'c= 150 kg/cm2, para dalas de desplante, cerramientos y castillos. 3.- Se usará una resistencia f 'c= 250 kg/cm2, para losas, trabes, zapatas y columnas. 4.- El tamaño máximo de agregados será de 2 cm (3/4") 5.- El concreto se vaciará en la zona del molde y se compactará con picado, vibrado o apisonado. 6.- El concreto debe mantenerse en un ambiente húmedo por lo menos 3 días si se emplea cemento de resistencia rápida y siete días si se usa cemento normal ACERO DE REFUERZO 1.- El acero debe sujetarse en un sitio con amarres de alambre, silletas y separadores que impidan su movimiento antes y durante el colado. CIMBRA 1.- Se utilizará cimbra común (duela de madera de pino de tercera). 2.- Permanecerá limpia y húmeda un período mínimo de una hora antes del colado. 3.- Se cubrirá con aceite quemado como protección y para facilitar del descimbrado. CIMENTACIÓN 1.- Las zapatas se desplantarán en capa resistente y nunca sobre material de rellenos artificiales 2.- El relleno es compactado en camas de 20 cm.con humedad óptima. \fCalibri|b0|i0|c0|p34;Clasificacion de Concreto \fCalibri|b0|i0|c0|p34;Resistencia \fCalibri|b0|i0|c0|p34;Tipo \fCalibri|b0|i0|c0|p34;Informacion Tecnica \fCalibri|b0|i0|c0|p34;Concreto de alto Comportamiento Beneficio al Proceso Constructivo \fCalibri|b0|i0|c0|p34;>Rapido desarrollo de Resistencia >Ligero Celular >Baja Contraccion \fCalibri|b0|i0|c0|p34;>Lanzado >Con Fibra >Concreto autocompacto \fCalibri|b0|i0|c0|p34;Concreto de alto Comportamiento Propiedades Mecanicas Mejoradas \fCalibri|b0|i0|c0|p34;>Muy Alta Resistencia a la Compresión >Muy Alta Resistencia A La Flexión \fCalibri|b0|i0|c0|p34;>Alto Modulo Elástico >Concreto Pesado \fCalibri|b0|i0|c0|p34;Concreto de alto Comportamiento Durabilidad \fCalibri|b0|i0|c0|p34;>Muy Baja Permeabilidad >Resistencia a la Abrasión >Resistente a los Cloruros \fCalibri|b0|i0|c0|p34;>Resistencia a los Sulfatos >Con Aire Incluido \fCalibri|b0|i0|c0|p34;Concreto Antibacteriano \fCalibri|b0|i0|c0|p34;>Compatibilidad con Concreto y Mortero \fCalibri|b0|i0|c0|p34;Arquitectónicos \fCalibri|b0|i0|c0|p34;>Con Color >Estampado \fCalibri|b0|i0|c0|p34;>Ferrocemento >Lanzado \fCalibri|b0|i0|c0|p34;Morteros \fCalibri|b0|i0|c0|p34;>Lechada >Mortero \fCalibri|b0|i0|c0|p34;>Mortero Estabilizado \fCalibri|b0|i0|c0|p34;Por su Peso Volumetrico \fCalibri|b0|i0|c0|p34;>Ligero Celular >Relleno Fluido \fCalibri|b0|i0|c0|p34;>Pesado >Normal \fCalibri|b0|i0|c0|p34;Por Su Resistencia \fCalibri|b0|i0|c0|p34;>Baja Resistencia >Resistencia Moderada >Normal \fCalibri|b0|i0|c0|p34;>Muy Alta Resistencia >Alta Resistencia Temprana \fCalibri|b0|i0|c0|p34;Por Su Consistencia \fCalibri|b0|i0|c0|p34;>Fluido >Normal o Convencional \fCalibri|b0|i0|c0|p34;>Masivo >Sin Revenimiento \fCalibri|b0|i0|c0|p34;Por Su Estructura \fCalibri|b0|i0|c0|p34;>En Cualquier Tipo De Edificacion \fCalibri|b0|i0|c0|p34;Pavimento De Concreto \fCalibri|b0|i0|c0|p34;>Suelo Cemento >Convencional \fCalibri|b0|i0|c0|p34;>Whitetopping >Estampado \fCalibri|b0|i0|c0|p34;Tipos de Cementos Tipo De Cemento Caracteristicas \fCalibri|b0|i0|c0|p34;Tipo 1 \fCalibri|b0|i0|c0|p34;Se compra en las ferreterias \fCalibri|b0|i0|c0|p34;Tipo 2 \fCalibri|b0|i0|c0|p34;Bajo calor de hidratacion \fCalibri|b0|i0|c0|p34;Tipo 3 \fCalibri|b0|i0|c0|p34;Alta resistencia rapida \fCalibri|b0|i0|c0|p34;Tipo 4 \fCalibri|b0|i0|c0|p34;Resistencia moderada al sulfato \fCalibri|b0|i0|c0|p34;Tipo 5 \fCalibri|b0|i0|c0|p34;Alta resistencia al sulfato 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Trabe 1 Trabe 2 Trabe 3 Trabe 4 Trabe 5 Trabe 6 Trabe 7 Trabe 8 Trabe 9 Trabe 10 Trabe 11 Trabe 12 Trabes Horizontales Trabes verticales Trabe 1 Trabe 2 Trabe 3 Trabe 4 Trabe 5 Trabe 6 Trabe 7 Trabe 8 Trabe 9 Trabe 10 Trabe 11 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 5.12 m 6.21 m 6.13 m 4.97 m 5.38 m 6.46 m 6.38 m 5.22 m 23.44 m 2L6 3K6 2L6 0.84 m 0.84 m 0.9 m 7E3 @ 15 cm 3.22 m 14E3 @ 23 cm 0.9 m 6E3 @ 15 cm 0.9 m 7E3 @ 15 cm 4.37 m 19E3 @ 23 cm 0.9 m 6E3 @ 15 cm 0.9 m 7E3 @ 15 cm 4.14 m 18E3 @ 23 cm 0.9 m 6E3 @ 15 cm 0.9 m 7E3 @ 15 cm 2.99 m 13E3 @ 23 cm 0.9 m 6E3 @ 15 cm EMPALME 2L4 2K4 2L4 EJE 1 5 6 7 8 9 10 11 12 4.67 m 5.84 m 5.91 m 4.88 m 6.32 m 4.85 m 4.39 m 4.92 m 6.09 m 6.16 m 5.13 m 6.57 m 5.1 m 4.64 m 38.61 m 2L4 2L4 2L4 2L4 2L4 2L6 2K6 3K6 2L6 1.8 m 1.8 m 1.8 m 1.8 m 0.63 m 0.63 m 0.63 m 0.9 m 7E3 @ 15 cm 2.76 m 12E3 @ 23 cm 0.9 m 6E3 @ 15 cm 0.9 m 7E3 @ 15 cm 3.91 m 17E3 @ 23 cm 0.9 m 6E3 @ 15 cm 0.9 m 7E3 @ 15 cm 3.91 m 17E3 @ 23 cm 0.9 m 6E3 @ 15 cm 0.9 m 7E3 @ 15 cm 2.99 m 13E3 @ 23 cm 0.9 m 6E3 @ 15 cm 0.9 m 7E3 @ 15 cm 4.37 m 19E3 @ 23 cm 0.9 m 6E3 @ 15 cm 0.9 m 7E3 @ 15 cm 2.99 m 13E3 @ 23 cm 0.9 m 6E3 @ 15 cm 0.9 m 7E3 @ 15 cm 2.53 m 11E3 @ 23 cm 0.9 m 6E3 @ 15 cm EMPALME EMPALME EMPALME EMPALME EMPALME EMPALME EMPALME EJE 2 12 13 4.67 m 4.92 m 2L4 2L6 4.66 m 21E3 @ 23.3 cm EJE 2' 1 2 3 4 5 6 7 8 9 4.58 m 4.67 m 5.84 m 5.91 m 4.88 m 6.32 m 4.85 m 4.39 m 4.83 m 4.92 m 6.09 m 6.16 m 5.13 m 6.57 m 5.1 m 4.64 m 43.44 m 2L4 2K4 2K4 2L4 2L6 2K6 2K6 3K6 2L6 1.8 m 1.8 m 1.8 m 0.94 m 0.94 m 0.94 m 0.94 m 4.43 m 20E3 @ 23.3 cm 4.66 m 21E3 @ 23.3 cm 5.83 m 26E3 @ 23.3 cm 5.83 m 26E3 @ 23.3 cm 4.66 m 21E3 @ 23.3 cm 6.29 m 28E3 @ 23.3 cm 4.66 m 21E3 @ 23.3 cm 4.19 m 19E3 @ 23.3 cm EJE 3 EMPALME EMPALME EMPALME EMPALME EMPALME EMPALME EMPALME EMPALME 1.8 m 1 2 3 4 5 6 7 8 9 4.58 m 4.67 m 5.84 m 5.91 m 4.88 m 6.32 m 4.85 m 4.39 m 4.83 m 4.92 m 6.09 m 6.16 m 5.13 m 6.57 m 5.1 m 4.64 m 43.44 m 2L4 2K4 2K4 2L4 2L6 2K6 2K6 2K6 2L6 1.8 m 1.8 m 1.8 m 0.94 m 0.94 m 0.94 m 0.94 m 4.43 m 20E3 @ 23.3 cm 4.66 m 21E3 @ 23.3 cm 5.83 m 26E3 @ 23.3 cm 5.83 m 26E3 @ 23.3 cm 4.66 m 21E3 @ 23.3 cm 6.29 m 28E3 @ 23.3 cm 4.66 m 21E3 @ 23.3 cm 4.19 m 19E3 @ 23.3 cm EJE 4 EMPALME EMPALME EMPALME EMPALME EMPALME EMPALME EMPALME EMPALME 1.8 m 1 2 3 4 5 6 5.91 m 4.88 m 6.32 m 4.85 m 4.39 m 6.16 m 5.13 m 6.57 m 5.1 m 4.64 m 27.6 m 2L4 2K4 2L4 2L6 2k6 2L6 0.84 m 0.84 m 0.63 m 0.63 m 5.83 m 26E3 @ 23.3 cm 4.66 m 21E3 @ 23.3 cm 6.29 m 28E3 @ 23.3 cm 4.66 m 21E3 @ 23.3 cm 4.19 m 19E3 @ 23.3 cm EJE 4' EMPALME EMPALME EMPALME EMPALME 1 2 3 4 0.25 m 0.25 m 0.25 m 0.25 m 4.58 m 4.67 m 5.84 m 4.83 m 4.92 m 6.09 m 15.84 m 2L4 2L4 2L6 0.84 m 4.43 m 20E3 @ 23.3 cm 4.66 m 21E3 @ 23.3 cm 5.83 m 26E3 @ 23.3 cm EJE 5 0.41 m 2L6 1 2 3 4.98 m 5.45 m 5.23 m 5.7 m 10.93 m 2A4 2A6 4.89 m 22E3 @ 23.3 cm 5.36 m 24E3 @ 23.3 cm EMPALME EMPALME 1 2 3.52 m 3.77 m 2A4 2A6 3.5 m 16E3 @ 23.3 cm 1 2 3 4.98 m 5.45 m 5.23 m 5.7 m 10.93 m 2A4 3A6 4.89 m 22E3 @ 23.3 cm 5.36 m 24E3 @ 23.3 cm 1 2 3 4 5 6 4.98 m 5.45 m 2.95 m 3.52 m 1.5 m 5.23 m 5.7 m 3.2 m 3.77 m 1.75 m 19.65 m 2L4 2L4 2L6 3L6 0.63 m 0.84 m 4.89 m 22E3 @ 23.3 cm 5.36 m 24E3 @ 23.3 cm 2.8 m 13E3 @ 23.3 cm 3.5 m 16E3 @ 23.3 cm 1.4 m 7E3 @ 23.3 cm EMPALME EMPALME 1 2 3 4 5 6 4.98 m 1.46 m 7.16 m 6.72 m 3.4 m 5.23 m 1.71 m 7.41 m 6.97 m 3.66 m 24.98 m 2L4 2K4 2L4 3L6 3K6 2K6 0.63 m 1.8 m 1.8 m 4.89 m 22E3 @ 23.3 cm 1.4 m 7E3 @ 23.3 cm 6.99 m 31E3 @ 23.3 cm 6.52 m 29E3 @ 23.3 cm 3.26 m 15E3 @ 23.3 cm EMPALME EMPALME EMPALME EMPALME 0.63 m 1 2 3 4 5 0.25 m 0.25 m 1.46 m 7.16 m 6.72 m 5.37 m 1.71 m 7.41 m 6.97 m 5.62 m 21.71 m 2L4 2 L4 2L6 2K6 2L6 0.63 m 1.8 m 1.8 m 1.4 m 7E3 @ 23.3 cm 6.99 m 31E3 @ 23.3 cm 6.52 m 29E3 @ 23.3 cm 5.36 m 24E3 @ 23.3 cm 1 2 3 4 5 1.46 m 7.16 m 6.72 m 6.97 m 1.71 m 7.41 m 6.97 m 7.23 m 23.32 m 2L4 2K4 2L4 3L6 2 K6 2L6 0.63 m 0.63 m 1.8 m 1.8 m 1.4 m 7E3 @ 23.3 cm 6.99 m 31E3 @ 23.3 cm 6.52 m 29E3 @ 23.3 cm 6.76 m 30E3 @ 23.3 cm 1 2 3 4 1.46 m 7.16 m 6.72 m 1.71 m 7.41 m 6.97 m 16.09 m 2L4 2L4 2L6 2L6 0.63 m 1.8 m 1.4 m 7E3 @ 23.3 cm 6.99 m 31E3 @ 23.3 cm 6.52 m 29E3 @ 23.3 cm EMPALME EMPALME EMPALME EMPALME EMPALME EMPALME EMPALME EMPALME EMPALME 1 2 3 4 1.46 m 7.16 m 6.72 m 1.71 m 7.41 m 6.97 m 16.09 m 2L4 2L4 2L6 2L6 0.63 m 1.8 m 1.4 m 7E3 @ 23.3 cm 6.99 m 31E3 @ 23.3 cm 6.52 m 29E3 @ 23.3 cm EMPALME EMPALME 1 2 3 4 1.46 m 7.16 m 6.72 m 1.71 m 7.41 m 6.97 m 16.09 m 2L4 2L4 2L6 2L6 0.63 m 1.8 m 1.4 m 7E3 @ 23.3 cm 6.99 m 31E3 @ 23.3 cm 6.52 m 29E3 @ 23.3 cm EMPALME EMPALME EMPALME EJES HORIZONTALES AZOTEA EJES VERTICALES AZOTEA 1 2 3 4 5 5.12 m 6.21 m 6.13 m 4.97 m 5.38 m 6.46 m 6.38 m 5.22 m 23.44 m 2L6 3K6 2L6 0.84 m 0.84 m 0.9 m 7E3 @ 15 cm 3.22 m 14E3 @ 23 cm 0.9 m 6E3 @ 15 cm 0.9 m 7E3 @ 15 cm 4.37 m 19E3 @ 23 cm 0.9 m 6E3 @ 15 cm 0.9 m 7E3 @ 15 cm 4.14 m 18E3 @ 23 cm 0.9 m 6E3 @ 15 cm 0.9 m 7E3 @ 15 cm 2.99 m 13E3 @ 23 cm 0.9 m 6E3 @ 15 cm EMPALME 2L4 2K4 2L4 EJE 1 5 6 7 8 9 10 11 12 4.67 m 5.84 m 5.91 m 4.88 m 6.32 m 4.85 m 4.39 m 4.92 m 6.09 m 6.16 m 5.13 m 6.57 m 5.1 m 4.64 m 38.61 m 2L4 2L4 2L4 2L4 2L4 2L6 3K6 3K6 3L6 1.8 m 1.8 m 1.8 m 1.8 m 0.63 m 0.63 m 0.63 m 0.9 m 7E3 @ 15 cm 2.76 m 12E3 @ 23 cm 0.9 m 6E3 @ 15 cm 0.9 m 7E3 @ 15 cm 3.91 m 17E3 @ 23 cm 0.9 m 6E3 @ 15 cm 0.9 m 7E3 @ 15 cm 3.91 m 17E3 @ 23 cm 0.9 m 6E3 @ 15 cm 0.9 m 7E3 @ 15 cm 2.99 m 13E3 @ 23 cm 0.9 m 6E3 @ 15 cm 0.9 m 7E3 @ 15 cm 4.37 m 19E3 @ 23 cm 0.9 m 6E3 @ 15 cm 0.9 m 7E3 @ 15 cm 2.99 m 13E3 @ 23 cm 0.9 m 6E3 @ 15 cm 0.9 m 7E3 @ 15 cm 2.53 m 11E3 @ 23 cm 0.9 m 6E3 @ 15 cm EMPALME EMPALME EMPALME EMPALME EMPALME EMPALME EMPALME EJE 2 12 13 4.67 m 4.92 m 2L4 2L6 4.66 m 21E3 @ 23.3 cm EJE 2' 1 2 3 4 5 6 7 8 9 4.58 m 4.67 m 5.84 m 5.91 m 4.88 m 6.32 m 4.85 m 4.39 m 4.83 m 4.92 m 6.09 m 6.16 m 5.13 m 6.57 m 5.1 m 4.64 m 43.44 m 2L4 2K4 2K4 2L4 2L6 2K6 3K6 3K6 2L6 1.8 m 1.8 m 1.8 m 0.94 m 0.94 m 0.94 m 0.94 m 4.43 m 20E3 @ 23.3 cm 4.66 m 21E3 @ 23.3 cm 5.83 m 26E3 @ 23.3 cm 5.83 m 26E3 @ 23.3 cm 4.66 m 21E3 @ 23.3 cm 6.29 m 28E3 @ 23.3 cm 4.66 m 21E3 @ 23.3 cm 4.19 m 19E3 @ 23.3 cm EJE 3 EMPALME EMPALME EMPALME EMPALME EMPALME EMPALME EMPALME EMPALME 1.8 m 1 2 3 4 5 6 7 8 9 4.58 m 4.67 m 5.84 m 5.91 m 4.88 m 6.32 m 4.85 m 4.39 m 4.83 m 4.92 m 6.09 m 6.16 m 5.13 m 6.57 m 5.1 m 4.64 m 43.44 m 2L4 2K4 2K4 2L4 2L6 2K6 2K6 2K6 2L6 1.8 m 1.8 m 1.8 m 0.94 m 0.94 m 0.94 m 0.94 m 4.43 m 20E3 @ 23.3 cm 4.66 m 21E3 @ 23.3 cm 5.83 m 26E3 @ 23.3 cm 5.83 m 26E3 @ 23.3 cm 4.66 m 21E3 @ 23.3 cm 6.29 m 28E3 @ 23.3 cm 4.66 m 21E3 @ 23.3 cm 4.19 m 19E3 @ 23.3 cm EJE 4 EMPALME EMPALME EMPALME EMPALME EMPALME EMPALME EMPALME EMPALME 1.8 m 1 2 3 4 5 6 5.91 m 4.88 m 6.32 m 4.85 m 4.39 m 6.16 m 5.13 m 6.57 m 5.1 m 4.64 m 27.6 m 2L4 2K4 2L4 2L6 2k6 2L6 0.84 m 0.84 m 0.63 m 0.63 m 5.83 m 26E3 @ 23.3 cm 4.66 m 21E3 @ 23.3 cm 6.29 m 28E3 @ 23.3 cm 4.66 m 21E3 @ 23.3 cm 4.19 m 19E3 @ 23.3 cm EJE 4' EMPALME EMPALME EMPALME EMPALME 1 2 3 4 0.25 m 0.25 m 0.25 m 0.25 m 4.58 m 4.67 m 5.84 m 4.83 m 4.92 m 6.09 m 15.84 m 2L4 2L4 2L6 0.84 m 4.43 m 20E3 @ 23.3 cm 4.66 m 21E3 @ 23.3 cm 5.83 m 26E3 @ 23.3 cm EJE 5 0.41 m 2L6 1 2 3 4.98 m 5.45 m 5.23 m 5.7 m 10.93 m 2A4 2A6 4.89 m 22E3 @ 23.3 cm 5.36 m 24E3 @ 23.3 cm EMPALME EMPALME 1 2 3.52 m 3.77 m 2A4 2A6 3.5 m 16E3 @ 23.3 cm 1 2 3 4.98 m 5.45 m 5.23 m 5.7 m 10.93 m 2A4 3A6 4.89 m 22E3 @ 23.3 cm 5.36 m 24E3 @ 23.3 cm 1 2 3 4 5 6 4.98 m 5.45 m 2.95 m 3.52 m 1.5 m 5.23 m 5.7 m 3.2 m 3.77 m 1.75 m 19.65 m 2L4 2L4 2L6 4L6 0.63 m 0.84 m 4.89 m 22E3 @ 23.3 cm 5.36 m 24E3 @ 23.3 cm 2.8 m 13E3 @ 23.3 cm 3.5 m 16E3 @ 23.3 cm 1.4 m 7E3 @ 23.3 cm EMPALME EMPALME 1 2 3 4 5 6 4.98 m 1.46 m 7.16 m 6.72 m 3.4 m 5.23 m 1.71 m 7.41 m 6.97 m 3.66 m 24.98 m 2L4 2K4 2L4 4L6 3K6 2K6 0.63 m 1.8 m 1.8 m 4.89 m 22E3 @ 23.3 cm 1.4 m 7E3 @ 23.3 cm 6.99 m 31E3 @ 23.3 cm 6.52 m 29E3 @ 23.3 cm 3.26 m 15E3 @ 23.3 cm EMPALME EMPALME EMPALME EMPALME 0.63 m 1 2 3 4 5 0.25 m 0.25 m 1.46 m 7.16 m 6.72 m 5.37 m 1.71 m 7.41 m 6.97 m 5.62 m 21.71 m 2L4 2 L4 2L6 2K6 2L6 0.63 m 1.8 m 1.8 m 1.4 m 7E3 @ 23.3 cm 6.99 m 31E3 @ 23.3 cm 6.52 m 29E3 @ 23.3 cm 5.36 m 24E3 @ 23.3 cm 1 2 3 4 5 1.46 m 7.16 m 6.72 m 6.97 m 1.71 m 7.41 m 6.97 m 7.23 m 23.32 m 2L4 2K4 2L4 2L6 2 K6 2L6 0.63 m 0.63 m 1.8 m 1.8 m 1.4 m 7E3 @ 23.3 cm 6.99 m 31E3 @ 23.3 cm 6.52 m 29E3 @ 23.3 cm 6.76 m 30E3 @ 23.3 cm 1 2 3 4 1.46 m 7.16 m 6.72 m 1.71 m 7.41 m 6.97 m 16.09 m 2L4 2L4 2L6 2L6 0.63 m 1.8 m 1.4 m 7E3 @ 23.3 cm 6.99 m 31E3 @ 23.3 cm 6.52 m 29E3 @ 23.3 cm EMPALME EMPALME EMPALME EMPALME EMPALME EMPALME EMPALME EMPALME EMPALME 1 2 3 4 1.46 m 7.16 m 6.72 m 1.71 m 7.41 m 6.97 m 16.09 m 2L4 2L4 2L6 2L6 0.63 m 1.8 m 1.4 m 7E3 @ 23.3 cm 6.99 m 31E3 @ 23.3 cm 6.52 m 29E3 @ 23.3 cm EMPALME EMPALME 1 2 3 4 1.46 m 7.16 m 6.72 m 1.71 m 7.41 m 6.97 m 16.09 m 2L4 2L4 2L6 2L6 0.63 m 1.8 m 1.4 m 7E3 @ 23.3 cm 6.99 m 31E3 @ 23.3 cm 6.52 m 29E3 @ 23.3 cm EMPALME EMPALME EMPALME EJE A EJE B EJE C EJE D EJE E EJE F EJE G EJE H EJE I EJE A EJE B EJE C EJE D EJE E EJE F EJE G EJE H EJE I 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 EJES HORIZONTALES Plantas Tipo EJES VERTICALES Plantas Tipo EJES HORIZONTALES Trabes de Liga EJES VERTICALES Trabes de Liga 1 2 3 4 5 5.12 m 6.21 m 6.13 m 4.97 m 5.38 m 6.46 m 6.38 m 5.22 m 23.44 m 3L6 4K6 3L6 0.84 m 0.84 m 0.9 m 7E3 @ 15 cm 3.22 m 14E3 @ 23 cm 0.9 m 6E3 @ 15 cm 0.9 m 7E3 @ 15 cm 4.37 m 19E3 @ 23 cm 0.9 m 6E3 @ 15 cm 0.9 m 7E3 @ 15 cm 4.14 m 18E3 @ 23 cm 0.9 m 6E3 @ 15 cm 0.9 m 7E3 @ 15 cm 2.99 m 13E3 @ 23 cm 0.9 m 6E3 @ 15 cm EMPALME 2L4 2K4 2L4 EJE 1 5 6 7 8 9 10 11 12 4.67 m 5.84 m 5.91 m 4.88 m 6.32 m 4.85 m 4.39 m 4.92 m 6.09 m 6.16 m 5.13 m 6.57 m 5.1 m 4.64 m 38.61 m 2L4 2L4 2L4 2L4 2L4 2L6 3K6 4K6 2L6 1.8 m 1.8 m 1.8 m 1.8 m 0.63 m 0.63 m 0.63 m 0.9 m 7E3 @ 15 cm 2.76 m 12E3 @ 23 cm 0.9 m 6E3 @ 15 cm 0.9 m 7E3 @ 15 cm 3.91 m 17E3 @ 23 cm 0.9 m 6E3 @ 15 cm 0.9 m 7E3 @ 15 cm 3.91 m 17E3 @ 23 cm 0.9 m 6E3 @ 15 cm 0.9 m 7E3 @ 15 cm 2.99 m 13E3 @ 23 cm 0.9 m 6E3 @ 15 cm 0.9 m 7E3 @ 15 cm 4.37 m 19E3 @ 23 cm 0.9 m 6E3 @ 15 cm 0.9 m 7E3 @ 15 cm 2.99 m 13E3 @ 23 cm 0.9 m 6E3 @ 15 cm 0.9 m 7E3 @ 15 cm 2.53 m 11E3 @ 23 cm 0.9 m 6E3 @ 15 cm EMPALME EMPALME EMPALME EMPALME EMPALME EMPALME EMPALME EJE 2 12 13 4.67 m 4.92 m 2L4 2L6 4.66 m 21E3 @ 23.3 cm EJE 2' 1 2 3 4 5 6 7 8 9 4.58 m 4.67 m 5.84 m 5.91 m 4.88 m 6.32 m 4.85 m 4.39 m 4.83 m 4.92 m 6.09 m 6.16 m 5.13 m 6.57 m 5.1 m 4.64 m 43.44 m 2L4 2K4 2K4 2L4 2L6 3K6 3K6 4K6 2L6 1.8 m 1.8 m 1.8 m 0.94 m 0.94 m 0.94 m 0.94 m 4.43 m 20E3 @ 23.3 cm 4.66 m 21E3 @ 23.3 cm 5.83 m 26E3 @ 23.3 cm 5.83 m 26E3 @ 23.3 cm 4.66 m 21E3 @ 23.3 cm 6.29 m 28E3 @ 23.3 cm 4.66 m 21E3 @ 23.3 cm 4.19 m 19E3 @ 23.3 cm EJE 3 EMPALME EMPALME EMPALME EMPALME EMPALME EMPALME EMPALME EMPALME 1.8 m 1 2 3 4 5 6 7 8 9 4.58 m 4.67 m 5.84 m 5.91 m 4.88 m 6.32 m 4.85 m 4.39 m 4.83 m 4.92 m 6.09 m 6.16 m 5.13 m 6.57 m 5.1 m 4.64 m 43.44 m 2L4 2K4 2K4 2L4 2L6 2K6 2K6 2K6 2L6 1.8 m 1.8 m 1.8 m 0.94 m 0.94 m 0.94 m 0.94 m 4.43 m 20E3 @ 23.3 cm 4.66 m 21E3 @ 23.3 cm 5.83 m 26E3 @ 23.3 cm 5.83 m 26E3 @ 23.3 cm 4.66 m 21E3 @ 23.3 cm 6.29 m 28E3 @ 23.3 cm 4.66 m 21E3 @ 23.3 cm 4.19 m 19E3 @ 23.3 cm EJE 4 EMPALME EMPALME EMPALME EMPALME EMPALME EMPALME EMPALME EMPALME 1.8 m 1 2 3 4 5 6 5.91 m 4.88 m 6.32 m 4.85 m 4.39 m 6.16 m 5.13 m 6.57 m 5.1 m 4.64 m 27.6 m 2L4 2K4 2L4 2L6 3k6 3L6 0.84 m 0.84 m 0.63 m 0.63 m 5.83 m 26E3 @ 23.3 cm 4.66 m 21E3 @ 23.3 cm 6.29 m 28E3 @ 23.3 cm 4.66 m 21E3 @ 23.3 cm 4.19 m 19E3 @ 23.3 cm EJE 4' EMPALME EMPALME EMPALME EMPALME 1 2 3 4 0.25 m 0.25 m 0.25 m 0.25 m 4.58 m 4.67 m 5.84 m 4.83 m 4.92 m 6.09 m 15.84 m 2L4 2L4 3L6 0.84 m 4.43 m 20E3 @ 23.3 cm 4.66 m 21E3 @ 23.3 cm 5.83 m 26E3 @ 23.3 cm EJE 5 0.41 m 3L6 1 2 3 4.98 m 5.45 m 5.23 m 5.7 m 10.93 m 2A4 2A6 4.89 m 22E3 @ 23.3 cm 5.36 m 24E3 @ 23.3 cm EMPALME EMPALME 1 2 3.52 m 3.77 m 2A4 3A6 3.5 m 16E3 @ 23.3 cm 1 2 3 4.98 m 5.45 m 5.23 m 5.7 m 10.93 m 2A4 3A6 4.89 m 22E3 @ 23.3 cm 5.36 m 24E3 @ 23.3 cm 1 2 3 4 5 6 4.98 m 5.45 m 2.95 m 3.52 m 1.5 m 5.23 m 5.7 m 3.2 m 3.77 m 1.75 m 19.65 m 2L4 2L4 2L6 4L6 0.63 m 0.84 m 4.89 m 22E3 @ 23.3 cm 5.36 m 24E3 @ 23.3 cm 2.8 m 13E3 @ 23.3 cm 3.5 m 16E3 @ 23.3 cm 1.4 m 7E3 @ 23.3 cm EMPALME EMPALME 1 2 3 4 5 6 4.98 m 1.46 m 7.16 m 6.72 m 3.4 m 5.23 m 1.71 m 7.41 m 6.97 m 3.66 m 24.98 m 2L4 2K4 2L4 4L6 3K6 4K6 0.63 m 1.8 m 1.8 m 4.89 m 22E3 @ 23.3 cm 1.4 m 7E3 @ 23.3 cm 6.99 m 31E3 @ 23.3 cm 6.52 m 29E3 @ 23.3 cm 3.26 m 15E3 @ 23.3 cm EMPALME EMPALME EMPALME EMPALME 0.63 m 1 2 3 4 5 0.25 m 0.25 m 1.46 m 7.16 m 6.72 m 5.37 m 1.71 m 7.41 m 6.97 m 5.62 m 21.71 m 2L4 2 L4 2L6 2K6 2L6 0.63 m 1.8 m 1.8 m 1.4 m 7E3 @ 23.3 cm 6.99 m 31E3 @ 23.3 cm 6.52 m 29E3 @ 23.3 cm 5.36 m 24E3 @ 23.3 cm 1 2 3 4 5 1.46 m 7.16 m 6.72 m 6.97 m 1.71 m 7.41 m 6.97 m 7.23 m 23.32 m 2L4 2K4 2L4 2L6 2 K6 2L6 0.63 m 0.63 m 1.8 m 1.8 m 1.4 m 7E3 @ 23.3 cm 6.99 m 31E3 @ 23.3 cm 6.52 m 29E3 @ 23.3 cm 6.76 m 30E3 @ 23.3 cm 1 2 3 4 1.46 m 7.16 m 6.72 m 1.71 m 7.41 m 6.97 m 16.09 m 2L4 2L4 2L6 2L6 0.63 m 1.8 m 1.4 m 7E3 @ 23.3 cm 6.99 m 31E3 @ 23.3 cm 6.52 m 29E3 @ 23.3 cm EMPALME EMPALME EMPALME EMPALME EMPALME EMPALME EMPALME EMPALME EMPALME 1 2 3 4 1.46 m 7.16 m 6.72 m 1.71 m 7.41 m 6.97 m 16.09 m 2L4 2L4 2L6 2L6 0.63 m 1.8 m 1.4 m 7E3 @ 23.3 cm 6.99 m 31E3 @ 23.3 cm 6.52 m 29E3 @ 23.3 cm EMPALME EMPALME 1 2 3 4 1.46 m 7.16 m 6.72 m 1.71 m 7.41 m 6.97 m 16.09 m 2L4 2L4 2L6 2L6 0.63 m 1.8 m 1.4 m 7E3 @ 23.3 cm 6.99 m 31E3 @ 23.3 cm 6.52 m 29E3 @ 23.3 cm EMPALME EMPALME EMPALME EJE A EJE B EJE C EJE D EJE E EJE F EJE G EJE H EJE I 2k6 3K6 UAEH LEX 21 DE JUNIO DEL 2011 CARRETERA ALFAJAYUCAN - IXMIQUILPAN KM Nº2 CALCULO Y DISEÑO DE ZAPATAS AISLADAS. AREA DE CONTACTO: 736.7102mts ² \~ SUPERFICIE DE TERRENO: 1300 mts ² EST-01 \W8.50622;  CONTENIDO: - PLANTA CIMENTACION . -TABLAS DE ACERO Y CONCRETO h A VARIABLE H PLANTILLA 5 CM DE ESPESOR 2A3 adicional As transversal As longitudinal 0.0 1.0 4.0 10.0 CL COLUMNA ZA ZAPATA AISLADA ALFAJAYUCAN HIDALGO ACOTACION EN METROS ESCALA 1:100 D DADO TRABE DE LIGA ZC ZAPATA COMBINADA TL centro historico. presidencia plaza Gema. secundaria tecnica Nº8. edificacion carretera alfajayucan - ixmiquilpan. presidencia calle 1º de mayo. CROQUIS DE LOCALIZACION. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TABLERO 20 TABLERO 21 TABLERO 22 TABLERO 23 TABLERO 24 TABLERO 25 TABLERO 26 TABLERO 27 TABLERO 12 TABLERO 13 TABLERO 14 TABLERO 15 TABLERO 16 TABLERO 17 TABLERO 18 TABLERO 19 TABLERO 6 TABLERO 7 TABLERO 8 TABLERO 9 TABLERO 10 TABLERO 11 TABLERO 5 TABLERO 1 TABLERO 2 TABLERO 3 TABLERO 4 \C256;w=39527,27ml Planta de Cimentación. TL-1 TL-2 TL-3 TL-4 TL-8 TL-7 TL-6 TL-5 TL-10 TL-11 TL-12 TL-13 TL-14 TL-15 TL-16 TL-17 TL-18 TL-20 TL-19 TL-22 TL-25 TL-24 TL-23 TL-11 TL-12 TL-13 TL-14 TL-15 TL-16 TL-10 TL-11 TL-12 TL-13 TL-14 TL-15 TL-16 TL-10 TL-11 TL-12 TL-13 TL-14 TL-15 TL-16 TL-20 TL-20 TL-20 TL-20 TL-20 TL-10 TL-21 TL-21 TL-21 TL-22 TL-22 TL-22 TL-22 TL-22 TL-22 TL-22 TL-22 TL-23 TL-23 TL-25 TL-25 TL-25 TL-25 TL-25 CL D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL ZA 4 ZA 3 ZA 2 ZA 1 ZA 7 ZA 6 ZA 5 ZA 8 ZA 9 ZA 10 ZA 11 ZA 12 ZA 13 ZA 14 ZA 15 ZA 16 ZA 25 ZA 24 ZA 23 ZA 22 ZA 21 ZA 20 ZA 19 ZA 26 ZA 27 ZA 28 ZC 6 ZC 5 ZC 4 ZC 3 ZC 2 ZC 1 ZC 7 w= 160062.14kg/ml w= 191824.21kg/ml w= 163637.04kg/ml w= 157455.46kg/ml w= 145949.15kg/ml w= 177207.06kg/ml w= 49477.08kg/ml w= 75450.43kg/ml w= 112780.58kg/ml w= 142249.66kg/ml w= 107297.59kg/ml w= 113290.7kg/ml w= 80018.34kg/ml w= 66677.83kg/ml w= 107237.78kg/ml w= 137107.41kg/ml w= 177273.6kg/ml w= 164540.58kg/ml w= 169768.84kg/ml w= 170767.9kg/ml w= 184644.5kg/ml w= 121148.97kg/ml w= 86444.34kg/ml w= 110326.57kg/ml w= 140884.04kg/ml w= 186593.18kg/ml w= 162285.99kg/ml w=151171.88kg/ml w= 168977.02kg/ml w= 74975.74kg/ml w= 107909.31kg/ml w= 122733.97kg/ml w= 93319.83kg/ml ZA 17 w= 3502.22kg/ml ZA 18 w= 87186.95kg/ml A 1 B C D E F G H I 1´ 1´´ 1´´´ 2 2´ 3 4 4´ 5 BOVEDA COLUMNAS TRABES LOSAS TIEMPO DE DESCIMBRADO 14 DIAS ELEMENTO ESTRUCTURAL COSTADOS DE TRABES COSTADOS DE LOSAS PARA CONCRETO 1,2,4,5 14 DIAS 14 DIAS 2 DIAS 2 DIAS 2 DIAS TIEMPO DE DESCIMBRADO PARA CONCRETO 3 7 DIAS 7 DIAS 7 DIAS 1 DIAS 1 DIAS 1 DIAS f'c (kg/cm) TABLA DE CONCRETOS CEMENTO BOTE 19 L. ARENA GRAVA AGUA BULTO 50 Kg BOTE 19 L. BOTE 19 L. 100 150 200 250 1 1 1 1 \A1;8,5 TABLA DE DESCIMBRADO 300 1 \A1; \S3/4; USOS MUROS Y PISOS TRABES Y DALAS LOSAS Y ZAPATAS COLUMNAS Y LOSAS ESPECIALES CONCRETOS DE ALTA RESISTENCIA 2 \A1;6,5 \A1;6 \A1;5 \A1;4,5 \A1;8 \A1;5,5 \A1;4 \A1;3,5 \A1;2,5 \A1;3 \A1;2,5 \A1;2 \A1;1,5 \A1;1,5 NO. DE VARILLAS DIAMETRO EN mm. DIAMETRO EN in. PERIMETRO EN mm. AREA EN cm PESO kg/m VARILLAS 12m POR ton. 2 2.5 3 4 5 6 6.4 7.9 12.7 15.9 19.1 22.2 9.5 1/4 " \A1;5/16" 3/8" 1/2" 5/8" 1/4" 7/8" 20.10 24.80 29.80 39.90 50.00 60.00 68.70 0.32 0.49 0.71 1.27 1.99 2.87 3.87 0.251 0.384 0.557 0.996 2.250 3.975 1.560 - 217 150 84 53 37 27 TABLA DE ACEROS 7 25.4 1" 79.80 5.07 3.975 20 8 31.8 1 1/4" 99.90 7.94 3.975 12 10 25.4 1 1/2" 119.70 11.40 3.975 0 12 ESPECIFICACIONES VARILLA CORRUGADA 9.09 PESO Kg TABLA DE VARRILLAS CORRUGAS 3.36 1.51 13.51 18.18 23.80 5.75 4.30 5.26 2.55 2.68 3.00 \A1;VARILLA CORRUGADA (#2) \S1/4;"X60X6m \A1;VARILLA CORRUGADA (#3) 3/8"X60X6m \A1;VARILLA CORRUGADA (#4) 1/2"X60X6m \A1;VARILLA CORRUGADA (#5) 5/8"X60X6m \A1;VARILLA CORRUGADA (#6) 3/4"X60X6m \A1;VARILLA CORRUGADA (#7) 7/8"X60X6m \A1;VARILLA CORRUGADA (#8) 1"X60X6m \A1;VARILLA CORRUGADA 11.00mmX60X6m \A1;VARILLA CORRUGADA 12.00mmX60X6m \A1;VARILLA CORRUGADA 8.3mmX60X6m \A1;VARILLA CORRUGADA 8.5mmX60X6m \A1;VARILLA CORRUGADA 9.00mmX60X6m CONCRETO: 1.- Se usará una resistencia f 'c= 100 kg/cm2, para firmes y plantilla. 2.- Se usará una resistencia f 'c= 150 kg/cm2, para dalas de desplante, cerramientos y castillos. 3.- Se usará una resistencia f 'c= 250 kg/cm2, para losas, trabes, zapatas y columnas. 4.- El tamaño máximo de agregados será de 2 cm (3/4") 5.- El concreto se vaciará en la zona del molde y se compactará con picado, vibrado o apisonado. 6.- El concreto debe mantenerse en un ambiente húmedo por lo menos 3 días si se emplea cemento de resistencia rápida y siete días si se usa cemento normal ACERO DE REFUERZO 1.- El acero debe sujetarse en un sitio con amarres de alambre, silletas y separadores que impidan su movimiento antes y durante el colado. CIMBRA 1.- Se utilizará cimbra común (duela de madera de pino de tercera). 2.- Permanecerá limpia y húmeda un período mínimo de una hora antes del colado. 3.- Se cubrirá con aceite quemado como protección y para facilitar del descimbrado. CIMENTACIÓN 1.- Las zapatas se desplantarán en capa resistente y nunca sobre material de rellenos artificiales 2.- El relleno es compactado en camas de 20 cm.con humedad óptima. \fCalibri|b0|i0|c0|p34;Clasificacion de Concreto \fCalibri|b0|i0|c0|p34;Resistencia \fCalibri|b0|i0|c0|p34;Tipo \fCalibri|b0|i0|c0|p34;Informacion Tecnica \fCalibri|b0|i0|c0|p34;Concreto de alto Comportamiento Beneficio al Proceso Constructivo \fCalibri|b0|i0|c0|p34;>Rapido desarrollo de Resistencia >Ligero Celular >Baja Contraccion \fCalibri|b0|i0|c0|p34;>Lanzado >Con Fibra >Concreto autocompacto \fCalibri|b0|i0|c0|p34;Concreto de alto Comportamiento Propiedades Mecanicas Mejoradas \fCalibri|b0|i0|c0|p34;>Muy Alta Resistencia a la Compresión >Muy Alta Resistencia A La Flexión \fCalibri|b0|i0|c0|p34;>Alto Modulo Elástico >Concreto Pesado \fCalibri|b0|i0|c0|p34;Concreto de alto Comportamiento Durabilidad \fCalibri|b0|i0|c0|p34;>Muy Baja Permeabilidad >Resistencia a la Abrasión >Resistente a los Cloruros \fCalibri|b0|i0|c0|p34;>Resistencia a los Sulfatos >Con Aire Incluido \fCalibri|b0|i0|c0|p34;Concreto Antibacteriano \fCalibri|b0|i0|c0|p34;>Compatibilidad con Concreto y Mortero \fCalibri|b0|i0|c0|p34;Arquitectónicos \fCalibri|b0|i0|c0|p34;>Con Color >Estampado \fCalibri|b0|i0|c0|p34;>Ferrocemento >Lanzado \fCalibri|b0|i0|c0|p34;Morteros \fCalibri|b0|i0|c0|p34;>Lechada >Mortero \fCalibri|b0|i0|c0|p34;>Mortero Estabilizado \fCalibri|b0|i0|c0|p34;Por su Peso Volumetrico \fCalibri|b0|i0|c0|p34;>Ligero Celular >Relleno Fluido \fCalibri|b0|i0|c0|p34;>Pesado >Normal \fCalibri|b0|i0|c0|p34;Por Su Resistencia \fCalibri|b0|i0|c0|p34;>Baja Resistencia >Resistencia Moderada >Normal \fCalibri|b0|i0|c0|p34;>Muy Alta Resistencia >Alta Resistencia Temprana \fCalibri|b0|i0|c0|p34;Por Su Consistencia \fCalibri|b0|i0|c0|p34;>Fluido >Normal o Convencional \fCalibri|b0|i0|c0|p34;>Masivo >Sin Revenimiento \fCalibri|b0|i0|c0|p34;Por Su Estructura \fCalibri|b0|i0|c0|p34;>En Cualquier Tipo De Edificacion \fCalibri|b0|i0|c0|p34;Pavimento De Concreto \fCalibri|b0|i0|c0|p34;>Suelo Cemento >Convencional \fCalibri|b0|i0|c0|p34;>Whitetopping >Estampado \fCalibri|b0|i0|c0|p34;Tipos de Cementos Tipo De Cemento Caracteristicas \fCalibri|b0|i0|c0|p34;Tipo 1 \fCalibri|b0|i0|c0|p34;Se compra en las ferreterias \fCalibri|b0|i0|c0|p34;Tipo 2 \fCalibri|b0|i0|c0|p34;Bajo calor de hidratacion \fCalibri|b0|i0|c0|p34;Tipo 3 \fCalibri|b0|i0|c0|p34;Alta resistencia rapida \fCalibri|b0|i0|c0|p34;Tipo 4 \fCalibri|b0|i0|c0|p34;Resistencia moderada al sulfato \fCalibri|b0|i0|c0|p34;Tipo 5 \fCalibri|b0|i0|c0|p34;Alta resistencia al sulfato h A VARIABLE H PLANTILLA 5 CM DE ESPESOR As longitudinal 2A6 adicional As transversal 2A6 adicional As transversal ZAPATA COMBINADA ZAPATA AISLADA DETALLES DE ZAPATAS ALDO MONZALVO

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
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File Type	dwg
Materials	Concrete, Steel, Wood
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Tags	autocad, base, beams, block, cálculate, columns, DWG, flagstones, FOUNDATION, foundations, fundament, gym, plane, shoes, structural, structure